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Home My WebLink About6.5-265(1 project Architect Approval: Consultant: �11 R Project Name: L.L. O M ry ■ 0 �d'U OZ5 Q U C\J �w • WW< cf) QUA C: — 0� aD �� •J CU O M ql;t C C/) W C) Y) MC, I Sheet Title: ' PLAN LAYOUTS Project Number 389 Project Contact: RON PRYCE Scale: As Noted Issue Date: Issue Description: M Z ' AN, r' ��lj SEW, Revisions No. 00. A V� DAWOJI rM I fy% zW1011M A1��9 X11611 Revision Date: 4 -30 -09 Drawing Al Sheet of S'- acoS 7' -11" F1as5 a -_n -- 7-_0-- a. �1n a. x� E2 TYPICAL STREET MEDIAN LAYOUT SCALE: 1/4" 1 -0 , Il S 4 1/2" CIL C1L 8 3/4" EDGE OF BASE GLAZING PANES BELOW i LINE OF SIGN 2 1/2 "x2 1/2 "x1/4" STRUCTURAL POST FOR SIGN 5-- , LINE OF CONC. ol BLOCK BELOW '' A3 ALIGN - A3 O 2 SQ. ST. STL. TUBING (TYP) 8" INTO GROUT POCKET Q' AT BASE w/ NEW SHRINK C14 GROUT N M C3C3 STAINLESS STEEL TUBE 1 SCALE: 1 1/2"=V-0" C4 EDGE OF BASE BELOW , , 7' -0" j I COLORED SURFACE APPLIED rook— ACRYLIC (PER GRAPHIC ART WORK) M E Y 5 (""Al, co 00 T ACCENT + C5 _N STONE B4 A3 4� n ❑ � PLANTER A3 CONC. FLUSH /, •' �,. %' l — w/ TOP OF CURB / ...... ....... ....... .... .... ...... ...... ...... ...... .... ...... ....... I ....... ...... .... 62 B5 A2 A3 B1 STREET MEDIAN ELEVATION STUDY SCALE: 1/4" = V -0" MTL. CAP DRAIN INTO - SIGN FACE PLANTER INTERRAILS LIGHTS 2" SQ. ST. STL. TUBING (TYP)- SEE DTL. D5 # 1" RAISED COVE STONE OVER A3 JEI 1 ?Y •,, M B2 SIGN SECTION SCALE: 1/4" = V -0" ST. STL. TUBING i? GRILLE zo Apm A� % :....r„ ao C3 l .J T. STL. TRELLIS ATTACHMENT TO BASE `- ATTACHMENT - VIEWED FROM BACKSIDE OF PANEL A5 co C3 SCALE: 1 112 " =1' -0" M SCALE: 1 1/2 " =1' -0" o I Mimi +3 -6„ co EE -�} -, 'r..Y . ...... ...... .... . .... .... ...... .... /N�� .. ...... ....... .... ....... A2 ELEVATION ALL FOUR SIDES SCALE: 1/4"= V -0" a r I y/y C3 l .J T. STL. TRELLIS ATTACHMENT TO BASE A5 ATTACHMENT - VIEWED FROM BACKSIDE OF PANEL A5 A2 C3 SCALE: 1 112 " =1' -0" SCALE: 1 1/2 " =1' -0" .J I Mimi +3 -6„ co EE -�} -, 'r..Y /N�� .si %: %%% y�L'�� Z STONE %AM1,111/% Fell��i. A2 ELEVATION ALL FOUR SIDES SCALE: 1/4"= V -0" a r I y/y jr TRANSLUCENT GLAZING PANEL COLORED SURFACE APPLIED ACRYLIC (PER GRAPHIC ART WORK) N ZV . 04 . Project Architect Approval: Itant: F' c Name: 0 LL CU C,6 ■ O Q U� 04 o W W W Q ME - 2 M cu d' o SOO C N W CU N. r CY) W L CV Sheet Title: B5 A2 DETAILS N Project Number +3' -6" M T.O. FINISH STONEI ............ .......... ............. ........... ............. ............. .......... ............. ............ ......... ............. .............- ...... ............. ........... ............; _ 389 Z21- 7 -1 2 -1 1'_1,t 211 21- 21' 1x_111 2" 1_111 211 71 2" ol op L G i Project Contact: CD 1 s RON PRYCE Scale: 7' -11" �_ LINE OF BASE As Noted i BELOW Issue Date: Issue Description: B4 ST. STL. TRELLIS DETAIL - NORTH AND SOUTH ELEVATIONS EAST AND WEST TO HAVE REMOVABLE PANELS SCALE: 1" = V -0" REMOVABLE PANEL (EAST AND WEST SIDES) Cr C3 l .J T. STL. TRELLIS ATTACHMENT TO BASE A5 ATTACHMENT - VIEWED FROM BACKSIDE OF PANEL A5 A2 C3 SCALE: 1 112 " =1' -0" SCALE: 1 1/2 " =1' -0" .J +3 -6„ co -�} -, 'r..Y jr TRANSLUCENT GLAZING PANEL COLORED SURFACE APPLIED ACRYLIC (PER GRAPHIC ART WORK) N ZV . 04 . Project Architect Approval: Itant: F' c Name: 0 LL CU C,6 ■ O Q U� 04 o W W W Q ME - 2 M cu d' o SOO C N W CU N. r CY) W L CV Sheet Title: B5 A2 DETAILS N Project Number +3' -6" M T.O. FINISH STONEI ............ .......... ............. ........... ............. ............. .......... ............. ............ ......... ............. .............- ...... ............. ........... ............; _ 389 Z21- 7 -1 2 -1 1'_1,t 211 21- 21' 1x_111 2" 1_111 211 71 2" ol op L G i Project Contact: CD 1 s RON PRYCE Scale: 7' -11" �_ LINE OF BASE As Noted i BELOW Issue Date: Issue Description: B4 ST. STL. TRELLIS DETAIL - NORTH AND SOUTH ELEVATIONS EAST AND WEST TO HAVE REMOVABLE PANELS SCALE: 1" = V -0" REMOVABLE PANEL (EAST AND WEST SIDES) Cr 3/16" ST. STL. MTG. CLIP w/ SLOT 3/8" POST LOCK WASHER- TAMPER RESISTANT HORIZ. RAIL DAP BACK OF RAIL E5 D5 C5 BrJ l .J T. STL. TRELLIS ATTACHMENT TO BASE A5 ATTACHMENT - VIEWED FROM BACKSIDE OF PANEL A5 A2 C3 SCALE: 1 112 " =1' -0" SCALE: 1 1/2 " =1' -0" .J +3 -6„ co -�} -, 'r..Y ACCENT .si %: %%% y�L'�� Z STONE :....:..., LINE OF ................... ..................... Y....................................... ............................... BASE I........... 3/16" ST. STL. MTG. CLIP w/ SLOT 3/8" POST LOCK WASHER- TAMPER RESISTANT HORIZ. RAIL DAP BACK OF RAIL E5 D5 C5 BrJ a z ON �v. Revisions rNo. Revision Date: 4 -30 -09 ff�� 0m� /,GI'm Cz Drawing r �� A2 yq�� Choo+ of L T. STL. TRELLIS ATTACHMENT TO BASE A5 ATTACHMENT - VIEWED FROM BACKSIDE OF PANEL SCALE: 1 112 " =1' -0" SCALE: 1 1/2 " =1' -0" a z ON �v. Revisions rNo. Revision Date: 4 -30 -09 ff�� 0m� /,GI'm Cz Drawing r �� A2 yq�� Choo+ of L 'A "I i SLOPE AT DRAIN 1/8" STL. PLATE .................... ............. .................. ...................... ............................... ................. ...................................................................... ...... ............................... ................... ... ......:.....,.............................. .... ............................... a STL. ROOF CAULKING REMOVABLE MOUNTING BED 1 1/4" DRAIN (STL. TUBE), (1/8" MIN) CLIP B1 E2 �--- � A3 A3 SLIP -IN SCREEN 1 1/2" x 2 1/2" x 3116" -'' SEE DTL: D3/A3 3 GRATE DIAG. SUPPORT - ----------------- 4" SQ. x 114" PORT 1 B1 D3 1-- --1'-'- A3 FLOOR SUPPORT FLEX / 2 1/2" TUBE FRAME A3 \ / 2 1/2" x 1/8" �i STOREFRONT — — — — — — — — — — — — REMOVABLE CONNECTION (PAINT ALL FACES N GLAZING I I I CHANNEL L.V. CONDUIT ( I 1 1/4" COPPER / I ADHESIVE I II I A3 REMOVABLE MOUNTING DRAIN LINE I „ I I A3 BRACKET- BOLT TOP AND REMOVABLE GLAZING L I SIGN FACE BOTTOM CHANNEL PANEL INTO PAN PLANTER - LED LIGHT- SEE µ * REMOVABLE LINE OF TRELLIS ELECTRICAL PANELS --- BEYOND-SEE y DTL: B4 /A2 E BELOW 2 1/2" x 1/8" I I 2 112 FRAM O;� HSS 2 1/2" x 2 1/2" x LIVE VOLTAGE DRAIN LINE a -- - -' 1/4" SQ. ST. STL. CONDUIT C3 I I I TUBING (CUBE) 1/4" CAP PLATE A « A f A3 B2 r::::::: / , I II I / \ ::::: :::, B2 2 1/2" FRAME BELOW " Hill' TWO LOCKS ,, B SECTION I114" CAP SCALE: FULL A3 ? I I I I A3 4 4 U PACKAGE FLIP } }......... ... ........... .................�- ............ I............:." ........- ............. " "....... METAL ST. STL. SHORT j NEO SEAL AROUND % ST. STL. HATCH I I ,,,,•,.. , HATCH / a w,... if -_ II I,... .__._. POST COVER AT ST. STL. SHORT 2 1/2" x 1/8" 2 1/2" x 3/16" SQ. — { x 4 METAL�OVER � I I I Ii �I �� TUBE FLOOR HINGE ` y ` y AT POST , :. SECTION A —A 1 RAISED COVE ' :............... ..... . ...�f � ,. .. ....... � .............. � .—...� STONE OVERV r , ................ ............................... ...... ...... :::::::.... :: :::....::: ::.. .... {. .y. ... ... + A3 1" ACRYLIC FACE a 21/2" x 1/4" SQ. ; :. µ .;. w .4. w. PANEL TUBE FRAME SIM :....... I ...... ....... ............. ..... ` I_"- --- . BLOCK CONC iX y. STOREFRONT 18 GA. SHT. ... ch ... GLAZING :... ... :....... .. _. _... "._ _ :: ; �, ......:. MTL. PAN ADHESIVE .. 3.:... I .:.......::......:..... . 18 STONE CAP ST. STL. SHT. METAL. °'°" : , ' °' °" IMIN :........:::...... SLOPE 1 1/2" t 18 GA. SHEET = I , COVER (OMIT IF 4 SQ. MTL. PAN N :. 4' .;. µ �. : ' ": :`:: I - ; ";'i : : SUPPORT F S T. STL.) ' ; it : . {. o �' � • � � 1.....�.; +. ( / Y + NOTE: DAP PANEL TO EXTEND DRAIN 1 O p RECEIVE FULL BED INTO PLANTER ', z a PROVIDE PROTECTION OF STEEL FRAME ART F BRlCATION. — b OPTION 1: POWER COATING (WHITE) OMIT COATING AT CAULKING �O 0 GLAZING ADHESIVE CHAMFERED OPTION 2: GALVINIZE HOT DIPPER O EDGE D5 MOUNTING CLIP A3 E r_ SECTION B2 SECTION A2 STREEToMEDIAN SECTION SCALE: 3 = 1 -0 ALE: FULL 6' -6" r L.V. ELEC. I PAN(TYP.) MTL. / X1/4" r :- JBOX N 1 1/8" DRAIN HOLES _ (TYP.) / \''\\ ` " y * OWERCOATING FINISH UNDER ALL GLAZING �'•� ADHESIVE. TYP. 2 1/2 SQ. x 3/16 FLOOR FRAME N y .\� •�• 2 1/2" TUBE FRAME UP SWING - LOCKABLE' ;�• :,... (PAINT ALL FACES HATCH MILCORE 3202 - .. >,- ..:. :::� \ >..:.. \. ,.. :< \;�......:.., ..�:.... \ \,, ...,: >.::. . ,... � � t. � .;. ;. - .5. ;. WHITE) 02G ON 22" SQ., UPSWING, WITH TWO LOCKS SCALE: FULL STRUCTURAL --- BUMPERS ON HATCH ;� CORNER TRIM 4• ADHESIVE BACKER ROD 21/2" SQ. x 1/4" .,..::. 3/4" STONE VENEER FRAME o/ ADHESIVE o/ CAULK CONCRETE BLOCK ,• > + a. 4. LINE VOLTAGE 'J' BOX \. # �iQ, 4. ' 4 }- :.4• 4• ¢. 3' ± 1" ACRYLIC FACE \; CONCRETE BLOCK PANEL �I Of) �4g ,. y :. ¢. s. , = EQ. EQ. EQ. >�. k- ;• N !` I SLOPE 1" a 3/4" 2" INTO DRAIN ol 6'-31/2" STREET MEDIAN CAP STREET MEDIAN BASE STONE CORNER TRIM A3 STAINLESS STEEL TUBE I A2 D 3 SCALE: 1/2" = 1' -b" �� SCALE: 1/2" = 1' -0" SCALE: 3" =1' -0" SCALE. FULL 8' -6" TO FACE OF CORK. BLOCK I CONCRETE ACCENT #4 CONT. I W/ DEEP TROWEL JOINTS GROUT 8'_6" I STEEL TROWEL FINISH MITERED JOINT -+ TRELLIS FRAME ST. STL. SHORT BEYOND + 6" (ABOVE CURB METAL COVER AT II POST S # (HOR � I I ) ' ' Z. II......... ..... .... .............: A4 - GROUT TOP CAP i A3 B3 1, i4 IIA3 4" CONC. BLOCK !! FOUNDATION PLAN I i i— SIM• ® /2 CEMENT / E 3 I I ................... 1 NT BOARD w SCALE: 1/2" =1' -0" —. • / 63 i J ADHESIVE TO CONC. ...... z . A3 ....... - z GROUT JOINT _ i £ •I- ;_•. g — 4 ; € »._ f � � � � � ` -� • `�., STONE TILE o/ ADHESIVE I I . o/ CONCRETE BLOCK PLANTER _ I _ _ t ___ i V -6" ifl STONE FACE . t. I, - „ STONE FACED o/ I CONCRETE BLOCK #3 x 18" DOWEL � 3 . ' , %� f' "� TO HSS TUBE ADHESIVE I� I- (2 - SIDES} .(. J 1/8 GROUT JT. - V -1 1/4 "' 6' -3 1/2" ;1' -1 1/4" 1' I 8" CMU - SOLID 1 ( j - - - - -- j 4 1/4" 4 1/4" 3" ENCASE IN I I 1. GROUT ...............I #5 AT 24" O.C. CONCRETE _ — — SIGN FRAME POST —! — { ! ( 8" CONC. BLOCK (MITERED CONDITION) I I - '. SIGN FRAME POST #5 VERT. AT ifl ` fi GROUT ID • -. ; ; ... - -.- . -_ t :.:........ SOL HSS 2 1/2" x 2 1/2" x 1/4" 24 O.C. Fn .........:......... I + MONUMENT SIGN DETAILS STONE CORNER JOINT co f I 8" CONC. (CUBE) i ...... ......... .... .......... ( #5 CONT. TYP. B4 4� A4 tf = ._ ,4 : BLOCK t :.... -., :.£... .. , SCALE: 1 1/2"=V-101" , I 3" (TYP.) EDGE OF E5 ........... - °-- - I TOP OF CURB �---- FOOTING BELOW A3 � i :.� / 1,_" 8" 1/4" x 1/4" x 8" BASE I I I 20" PRECAST GROUT 3 - 3/8" ALL PLT. w/ 2 -1/4"x 8" TOP OF CURVE E: BOLTS I I . ' I; ' -- t ; f -- - -- # I - 1' -0" CONCRETEESPHERE THREAD RODS INTO ,f #5 (HORIZ.) TYP. i 3 ............... BALL / CONCRETE O D5 WITH 3 MOUNTING �k �> .�w _ � JOINTS DEEP TROWEL ............... ............... A3 I I 314 "x3/4 "CHAMFER _ -4 - i•••••'. AT MID POINT POSTS It 3/16" EDGE TOP OF CURB _ I i I _ o i • -. - N S � RADIUS EDGE ALIGN w/ TOP OF CURB 64 PLANTER GRADE • : i ? A3 L 24 4 s I ,....a ..... e f s..........: 5 f ff• Co ................... ................... .., i.. _ . - t f t.. I I #5 TOP AND BOTTOM _ 11-411 ! r 4 ........... _., _. _. -. 6 t, HOOK 4 _ ................ .................... : € .......... -. ............. .......... .. ...................: .. 11/2" : 1' -8" CONCRETE ACCENT #4 CONT. FOUNDATION PLAN STREET MEDIAN DETAIL RAISED PLANTER MONUMENT SIGN DETAILS A5 ACCENT BALL E5SCALE: 1/2" = V -0" D� SCALE: 1 1/2 " =1' -0" �� SCALE: 1 1/2 " =1' -0" B� SCALE: 1 1/2 " =1' -0" SCALE: 1-1/211=11-011 Project Architect Approval: Consultant: Project Name: w O C� ■ O Cz -J V� C%4 OW ■ W W C/) U) .0Q U) LL N-- .�, Co 0 q1tL 2M Nt �■� p 1 �WNCZ Sheet Title: DETAILS Project Number 389 Project Contact: RON PRYCE Scale: As Noted Issue Date: Issue Description: 4 -30 -09 PLAN CHECK ZA MEM/Offir/ P�y�% r%�/ — W� Revisions No. Revision Date: y 4 -30 -09 ��y 1 9,0%/.x/ 2-1/2" SQ. x 1/4" FRAME TRELLIS 2- 1/2 "x1 -1/2 "x3/16" DIA. w FRAME (TYP.) SUPPORT 'CY ° ° % E2 A3 I ' C w E2 A3 I m LINE OF STONE 1 -1/4" DIA. DRAIN IN B1 CENTER OF ROOF B2 I � • I CO / 8" CONC. A3 ST. STL. ROOF PLATE (1/8" MIN.) � w A3 BLOCK (TYP.) / \''\\ ` " y * OWERCOATING FINISH UNDER ALL GLAZING �'•� ADHESIVE. TYP. 2 1/2 SQ. x 3/16 FLOOR FRAME N y .\� •�• 2 1/2" TUBE FRAME UP SWING - LOCKABLE' ;�• :,... (PAINT ALL FACES HATCH MILCORE 3202 - .. >,- ..:. :::� \ >..:.. \. ,.. :< \;�......:.., ..�:.... \ \,, ...,: >.::. . ,... � � t. � .;. ;. - .5. ;. WHITE) 02G ON 22" SQ., UPSWING, WITH TWO LOCKS SCALE: FULL STRUCTURAL --- BUMPERS ON HATCH ;� CORNER TRIM 4• ADHESIVE BACKER ROD 21/2" SQ. x 1/4" .,..::. 3/4" STONE VENEER FRAME o/ ADHESIVE o/ CAULK CONCRETE BLOCK ,• > + a. 4. LINE VOLTAGE 'J' BOX \. # �iQ, 4. ' 4 }- :.4• 4• ¢. 3' ± 1" ACRYLIC FACE \; CONCRETE BLOCK PANEL �I Of) �4g ,. y :. ¢. s. , = EQ. EQ. EQ. >�. k- ;• N !` I SLOPE 1" a 3/4" 2" INTO DRAIN ol 6'-31/2" STREET MEDIAN CAP STREET MEDIAN BASE STONE CORNER TRIM A3 STAINLESS STEEL TUBE I A2 D 3 SCALE: 1/2" = 1' -b" �� SCALE: 1/2" = 1' -0" SCALE: 3" =1' -0" SCALE. FULL 8' -6" TO FACE OF CORK. BLOCK I CONCRETE ACCENT #4 CONT. I W/ DEEP TROWEL JOINTS GROUT 8'_6" I STEEL TROWEL FINISH MITERED JOINT -+ TRELLIS FRAME ST. STL. SHORT BEYOND + 6" (ABOVE CURB METAL COVER AT II POST S # (HOR � I I ) ' ' Z. II......... ..... .... .............: A4 - GROUT TOP CAP i A3 B3 1, i4 IIA3 4" CONC. BLOCK !! FOUNDATION PLAN I i i— SIM• ® /2 CEMENT / E 3 I I ................... 1 NT BOARD w SCALE: 1/2" =1' -0" —. • / 63 i J ADHESIVE TO CONC. ...... z . A3 ....... - z GROUT JOINT _ i £ •I- ;_•. g — 4 ; € »._ f � � � � � ` -� • `�., STONE TILE o/ ADHESIVE I I . o/ CONCRETE BLOCK PLANTER _ I _ _ t ___ i V -6" ifl STONE FACE . t. I, - „ STONE FACED o/ I CONCRETE BLOCK #3 x 18" DOWEL � 3 . ' , %� f' "� TO HSS TUBE ADHESIVE I� I- (2 - SIDES} .(. J 1/8 GROUT JT. - V -1 1/4 "' 6' -3 1/2" ;1' -1 1/4" 1' I 8" CMU - SOLID 1 ( j - - - - -- j 4 1/4" 4 1/4" 3" ENCASE IN I I 1. GROUT ...............I #5 AT 24" O.C. CONCRETE _ — — SIGN FRAME POST —! — { ! ( 8" CONC. BLOCK (MITERED CONDITION) I I - '. SIGN FRAME POST #5 VERT. AT ifl ` fi GROUT ID • -. ; ; ... - -.- . -_ t :.:........ SOL HSS 2 1/2" x 2 1/2" x 1/4" 24 O.C. Fn .........:......... I + MONUMENT SIGN DETAILS STONE CORNER JOINT co f I 8" CONC. (CUBE) i ...... ......... .... .......... ( #5 CONT. TYP. B4 4� A4 tf = ._ ,4 : BLOCK t :.... -., :.£... .. , SCALE: 1 1/2"=V-101" , I 3" (TYP.) EDGE OF E5 ........... - °-- - I TOP OF CURB �---- FOOTING BELOW A3 � i :.� / 1,_" 8" 1/4" x 1/4" x 8" BASE I I I 20" PRECAST GROUT 3 - 3/8" ALL PLT. w/ 2 -1/4"x 8" TOP OF CURVE E: BOLTS I I . ' I; ' -- t ; f -- - -- # I - 1' -0" CONCRETEESPHERE THREAD RODS INTO ,f #5 (HORIZ.) TYP. i 3 ............... BALL / CONCRETE O D5 WITH 3 MOUNTING �k �> .�w _ � JOINTS DEEP TROWEL ............... ............... A3 I I 314 "x3/4 "CHAMFER _ -4 - i•••••'. AT MID POINT POSTS It 3/16" EDGE TOP OF CURB _ I i I _ o i • -. - N S � RADIUS EDGE ALIGN w/ TOP OF CURB 64 PLANTER GRADE • : i ? A3 L 24 4 s I ,....a ..... e f s..........: 5 f ff• Co ................... ................... .., i.. _ . - t f t.. I I #5 TOP AND BOTTOM _ 11-411 ! r 4 ........... _., _. _. -. 6 t, HOOK 4 _ ................ .................... : € .......... -. ............. .......... .. ...................: .. 11/2" : 1' -8" CONCRETE ACCENT #4 CONT. FOUNDATION PLAN STREET MEDIAN DETAIL RAISED PLANTER MONUMENT SIGN DETAILS A5 ACCENT BALL E5SCALE: 1/2" = V -0" D� SCALE: 1 1/2 " =1' -0" �� SCALE: 1 1/2 " =1' -0" B� SCALE: 1 1/2 " =1' -0" SCALE: 1-1/211=11-011 Project Architect Approval: Consultant: Project Name: w O C� ■ O Cz -J V� C%4 OW ■ W W C/) U) .0Q U) LL N-- .�, Co 0 q1tL 2M Nt �■� p 1 �WNCZ Sheet Title: DETAILS Project Number 389 Project Contact: RON PRYCE Scale: As Noted Issue Date: Issue Description: 4 -30 -09 PLAN CHECK ZA MEM/Offir/ P�y�% r%�/ — W� Revisions No. Revision Date: y 4 -30 -09 ��y 1 9,0%/.x/ a C. N0. C 10930 9l N>2 3� oe F OF CA�-�� Project Architect Approval: Consultant: a project Name: O C: 0 0,5 CN CCf � J U D~ LLJ Cf) U) C: y ,Mimi cz 0 'Wt U) N CU CY) qql- M - Sheet Title: ELECTRICAL Project Number 389 Project Contact: RON PRYCE Scale: As Noted ��IA Un 1/10 1 Z—) zWAIM111101 Lei EM" Revisions yi No. 0 1 rl IIJI1J z $6% '01 Issue Date: Issue Description: Drawing El Sheet of to E2 I WEST STREET MEDIAN / CONC. SIDEWALK SCALE: 1/4" =1' -0" a. � 9 E4 BEAST STREET MEDIAN / CONC. SIDEWALK PLANT LIST KEY DESCRIPTION (4) FIELD GROWN SPECIMAN TREES o (SEE LIST) m HEMEROCALLIS HYBRIDS 'STELLA DE ORO' (1.82)1 GAL DAYLILY LAVENDULA ANGUSTIFOLIA 'MUNSTEAD' (60) 5 GAL ENGLISH LAVENDER RAPHIOLEPIS INDICA 'CONOR TABER' (18) 5 GAL INDIAN HAWTHORN I (h ROSEMARINUS OFFICINALIS 'HUNTINGTON CARPET' (37) 5 GAL ROSEMARY SALVIA GREGGII 'FURMAN'S RED' (36) 5 GAL AUTUMN SAGE w w w ANNUAL FLOWER BED w w w FLOWER COLORS — RED & PINKS w w w w w w W W w FLATS @ 6" O.C. w w w ` + + + + + + + + ++ + ++ ANNUAL FLOWER COLOR + + + + + + + + + + + ++ FLOWER COLORS — BLUES, ORANGE & YELLOW +++ , +. +. +. +, + FLATS @ 6" 0. C. FIELD GROWN SPECIMAN TREES OP TI ON S; #1 - SAPIUM SEBIFERUM - CHINESE TALLOW TREE SINGLE TRUNK. #2 -'GINKGO BILOBA 'AUTUMN GOLD' - MAIDENHAIR TREE SINGLE TRUNK. f T� 1 s t 1 lS� TREE UP LIGHT - FLUSH GROUND MOUNT INTERNAL LIGHT SIGN ON I SEPERATE CONTROL 00 DUPLEX OUTLET ON SEPERATE CIRCUIT CONTROL LYNN HAYS KYLE Landscape Architect Calif. Llc. #2503 10471 Ferguson Road Clovis, CA 93619 Phone: (559)298 -4014 Fax: (559)298 -2770 C. nr- NO. C 10930 1F 9l N F OF CA�-�F Project Architect Approval: sultant: r, pct Name: Of O N 0 Cz J G a CN U� D Cl) 2 CY J � C: -C .(D CIO 0 -Tt 2 C U) W C:) Y) 5 qZtq mc, I I Sheet Title: LANDSCAPE Project Number 389 Project Contact: RON PRYCE Scale: As Noted F WAWA Revisions No. W � 111=i, � 0F/, °� �#�� %./ Issue Date: Issue Description: Revision Date: 4 -30 -09 Drawing Sheet of << TREE UP LIGHT - FLUSH GROUND MOUNT INTERNAL LIGHT SIGN ON I SEPERATE CONTROL 00 DUPLEX OUTLET ON SEPERATE CIRCUIT CONTROL LYNN HAYS KYLE Landscape Architect Calif. Llc. #2503 10471 Ferguson Road Clovis, CA 93619 Phone: (559)298 -4014 Fax: (559)298 -2770 C. nr- NO. C 10930 1F 9l N F OF CA�-�F Project Architect Approval: sultant: r, pct Name: Of O N 0 Cz J G a CN U� D Cl) 2 CY J � C: -C .(D CIO 0 -Tt 2 C U) W C:) Y) 5 qZtq mc, I I Sheet Title: LANDSCAPE Project Number 389 Project Contact: RON PRYCE Scale: As Noted F WAWA Revisions No. W � 111=i, � 0F/, °� �#�� %./ Issue Date: Issue Description: Revision Date: 4 -30 -09 Drawing Sheet of << L) STANDARD CONCRETE MOW STRIPS F) STD. FOR PIPING AND TRENCHING C. ,\ N0. C 10930 F �F C AL�F Project Architect Approval: Consultant: Date 1 /06/09 #450067 Project Name: c ca (D:EE5 qim o6 Cn C� CU �NQ y M Wm Sheet Title: IRRIGATION DETAILS Project Number 389 Project Contact: RON PRYCE Scale: As Noted Issue Date: Issue Description: - PLAN CHECK Kgg Revisions �s No. Revision Date. MO � R 0 i AV 110 % l� 'y %J/ i Drawing — -- E 'Ad l f ID�l f 1, Sheet of i i r 3 2 CONNECT TO EXISTING 1" WATER METER & BACKFLOW AT ADJACENT PARKWAY Al 2 25 co EAST STREET MEDIAN / CONC. SIDEWALK r—'e- SCALE: 1/4" = V-0" E4 WEST STREET MEDIAN CONC. SIDEWALK 1/4"= V-O" N IRRIGATION MATERIAL LEGEND SYMBOL Q T H F MANUFACT. MODEL NO. DESCRIPTIO GPM x PSI RADIUS L -AIL � RAIN BIRD RAINBIRD 1806- SAM PRS 5F, 5H, 5Q, 5VAN L.A .10,.13,.20 30 5 FT (5 0 E) 0 -RAIN BIRD RAINBIRD 1806- SAM PRS, 8F, 8H, 8Q, 8VAN L.A .26, .35, .52, 1.05 30 8 FT 0 (3 0 RAIN BIRD RAINBIRD 1806- SAM PRS 10F, 10H, 10Q, 10VAN L.A .39, .53, .79, 1.58 30 10 FT RAIN BIRD RAINBIRD 1806- SAM PRS, 1 f F, 12H, 12Q, 12VAN L.A .65s .87, 1.30, 2.60 30 12 FT 0 0 0 + RAIN BIRD RAINBIRD 1806- SAM PRS, 15F, 15H, 15Q, 15VAN L.A .92,1.23s 1.85, 3.70 30 15 FT V RAIN BIRD RAINBIRD 1806- SAM PRS, CST-B NOZZLE .50 30 5 FT RAIN BIRD RWS-B-1402, ROOT WATERING BUBBLER ON 12" RISER, 411 GRATE .50 30 N/A TWO BUBBLERS PER TREE, SEE DEEP WELL BUBBLER DETAIL. PLACE BUBBLERS AT EDGE OF ROOTBALL ON OPPOSITE SIDES OF TREE. ADJUST PER ROOTBALL SIZE TYPICAL. USE SAM (SEAL-A-MATIC) HEADS AND CHECK VALVES WHERE NECESARY TO AVOID LOW HEAD DRAINAGE. P.O.C. 1" EX. METER AND 1" FEBCO BACKFLOW ON NORTH SIDE OF 34TH STREET. VERIFY SIZE, LOCATION, AND STATIC WATER PRESSURE INFIELD FQ RAIN BIRD ESP-8MC, 8 STATIONS WITH VIT STRONGBOX 040mO NIBCO. T -113 GATE VALVE, LINE SIZE RAIN BIRD PEB SERIES IN LINE VALVF±� RAIN BIRD RAINBIRD 44 LRC TSJ 18 FE-1 N/A PEDESTAL PER CIVIL ENGINEER N/A EXISTING METER PER CIVIL ENGINEER 0 FLOW METER PER CIVIL ENGINEER AS APPROVED SCH 40 PVC LATERAL LINE (SIZE PER CHART) BURY MIN. 12" DEEP –VALVE NUMBER AS APPROVED SCH 40 MAINLINE PIPE, BURY IN PLANTER AREAS 24" DEEP 2" UNLESS OTHERWISE SHOWN 20 /A20\ /A20\ 20—G.P.M. AS APPROVED SLEEVING NOTE: ALL LATERAL AND MAINLINE PIPES UNDER PAVING ARE TO BE INSTALLED INSIDE SCH 40 1.5 SLEEVES, INSTALL (2) 4" SCH 40 PVC CONDUITS FOR FUTURE LANDSCAPING 30" DEEP MIN. —VALVE SIZE IRRIGATION NOTES 1) CONTROLLER- RAINBIRD ESP-8MC, 8 STATIONS WITH VIT STRONGBOX, TO BE LOCATED ON HOSPITAL PROPERTY NEXT TO IRRIGATION RP DEVICE. 3 C. NO. C 10930 12 -3 N OF C Project Architect Approval: Consultant: Date 1/08/09 #41innr-7 project Name: c � co �Na :E3 qqlm (D co c: (D (D M CU Sheet Title: IRRIGATION PLAN Project Number 389 Project Contact: RON PRYCE Scale: As Noted Issue Date: issue Description: IREVEN-11 I'La"! z w/l/1=0 Revisions No. Revision Date, Ai vs.'r/3 10 r /L Z(Drawing '0' 11010 1 1/0101 1IL/e/t"al Sheet Of 4, 5 FURNISH AND L/XE�,ORNECESSAR�;- To FERPOR'11, ALL iF?RliC:,ATION N(7L1_0iI`,(__-- BU'l `40-T! Li!`!! 70: 51EFT✓I(..E MANUALS, RECORD DR4/1�11NG&, LOOES'E EOUIFMENT, r(414RANTEE, MAT E'er VAL5, AND !!'-1574 L L,,T i 0!'-i, Al',D ".I-ECFICAT N'S L. THE 11ATEN]" OF TIHE AND SFECFICATIONIS 15 TO !I',,1DICATE AND SPECIFY A GO!'IFLETE AND EFFICIENT F�j__(DT Dil-IEN50% ARE 544LL CAREFULLY CHECTS: WE) 4LL N VAFRW-Ii:. N5 TO T 'iF C�-',. ITEC_T. ,. 'D�,EE TO 'TA SCALE OF TYE DRANAQAft A 12) > (-7 BE RECEiRED. CONTRACTOR SWILL. CAREFULLY THE STRUCTURAL AND F1`1'-,`j5k-iEL) CONDITIONS AFFE(77NC� i-ii5 AOIZ-K, AND i�=L_4�,i i--Ii5, 4-:ZE N[D;CA_r1',,/E C')"_ 7--E i-11ORK 70 BE 1NSTAD.,.E:_). T�E 110FZK BE INSTALLED) IN THE ki L i<E 50 THAT GWFL!G'-.� SYSTEM FL4,11-11TIING.J.-AND ARCHITECTUR-L-1 FE4TURE5 WILL BE AVOIDED. LIST 1, C-ONTRACTOR SHALL RURIA!�3H ONE ANIUAL TO THE MAI-!U4L MIA"r BE L005E-LEAFED AN1:1) &iAALL CONT4-,11A C-01"Ii-FLETE EXF�1_(77�FF'� OF 4LL 4NID ��4,T_/,LOIfi NUME',EF�& TOGETHER � ITHI Tt-E MANUFACTURER'& NAME W\0 ADDITIONAL 6HSFT& SHALL COVER OFER4TION' INSTRUCTIONS SIMPLE ENOU6I%,' TO BE UNDEF,5TOOD �,1IT;-qQ-)u-r 5FECIALIZED) KNOLALEDGE, 2, C 0 NT RR 4 G T 0 zR 5 k4A L L FUR Ni IS ' 4 4 M AT E F<'14 L & -`S-" T 0 0 1,%!! -,1 ER 7- 0 R .4 F F R 0 vA L FIR T START OF 1 -10- F,< , 5 A I I LIST 51 ALL CONFORM TO FERPOR1`1ANCE 41',10 DATA AS 5HOAM-1 ON DRANINC�5, OR IN LEGEND AND DETAILS, D. A5-13WLT DRS.; dINC:S 1, RECORD ACCURATELY ON ONE SET CDP BLACK 4ND i-�i-�.,ITE FRINT5 , 114-<RiCATI61,� ALL GH4NIGE& 11N, LA(DFR< CON 15T! T1,,.IT ING IDEFARIT'URIE5 FROM T04E OR!(�-i!NAL CON, INCLUDE C"4114�rE5 IN BOTH FIRE55URE AiND I i0 .- PRESSURE LINES, 0 i,`ACF-,`TE!'-1ENT /C);= LAC,,R<, ALL SUCH 1t\,1r-ORt-1ATI(0)N '1\1[:) DIMENSIONS TO THE ,UFON COt"IFLE'rk, N OF EACH FRO WS! PWCO'----TD Ck�41\IGES AND DIMEIN'SiO!',15 iNi 4 •LEGK5LE QQ� -IF::1ROFE�n5IONIAL THE DR4,,1-AINC-T,5 ARE 4FIF'ROVED, TRANSFER? ALL 1NFOFT1ATiOI*-.1 "r(--) 4 SET OF REFIFRODUC-1,13LE ✓, DIMENSiON PIRC)t-11 Ti-�O FERMIAN'ENT FO .IV *!`C OF REFEFREI,\,,(..E (MONUrIENT,5, AND P/_VE-IENT). POST ON 4✓ BUILT DAY-_G-%w145 I'L--.'E LAOR< 1,�e, !NSTALLEQ ALL DIMEN510'1-15NIOTED ON THE DFTA,1-ZING-S, SHALL BE 1/• INCH IN '5iZE, CPCD,1-r DIMEMONAL LO CAT iO`15 4il,!D IDEFTHS OF THE ,3, FOINT OF CONNECTION b, BAC<FLOLA FRIEVENTION A55EMF_--LYJ1-145TER VALVE AND' FLOk,-I 1,E:1N50fR c, ROUTING OF IRRIGATION FRE55(,IRE !11AINLIN•5 (DIME�,ISION I1'-114,.xI1r1UI-J 100 FEET AL ON', ROUTING AND ALL DIRECTIONAL CHANGES) d, BALL AND BUTTERFLY 5HUT•OFF VALVES e, IF1,R1C-AT!ON CONTROL V4LVEI, F. AUTOMATIC CONTROLLER, RAIN 5EN50FR5,AND ELECTRICAL CONDUITS a. SLEEVES AND FULL BOXES h, OTHER RELATED EQUIPMENT (45 DIRECTED EP5-1- THE E[\,1(3, 1NEER) e>, 'MAINITA;t-,i A5 -BUILT DRAWINGS 01\1 SITE AT ALL TIME5, THESE DRAI,IING5 ARE eU15JEC�1' TO IN&FECTiON AT ANY TIME I r-14<E ALL CH4'\!C�EC, TO F34LLF1(_-)i!-,IT F-)ENA OIL E GY44N(:,,E,��) !�,,I M4NI,,IER r,- 10U4,1L TO THE C_)Rk�-iINAL 17,1 R, i 11\11(n 5, 01 1"I i-115 T 5 1-1, 5 "" 7 5 - F, L I!L 7" r:-5 0. THREE CONTROLLER C14ARTB FER CONTROI. 1 =R, 1;",! ?,0) 1-!1, 5Ef--',\/ICED BY EACH REMIOTE CONMR(.7,L \/4i -\,/E ''E.4Ct-4 V/211-'VE _DErFICTE,1-,; 5Y A DIFFEREIKIT BE FROVII-DED AT 4, ..H , T.FT,,'_)1LLER. BE MADE USING REDUCED 4FFIROvED A-5-SUILT ,q CON E,LO05E L005E 5FRAWLIiNC- E(^ UIFMDNT, OPERATING <F�--5 4I-1D- c.--AfRE RART5 V-!ILL BE PUFRINIS;r � . J7,//B 11*I-IE CONTRACT O�IR IN BODIES LAITH FOUR (4) (INSERTS FORT EAC, F-,4TTEFRI',I U5EID. ti 4 C)5C!LL/-\TIO1N' BODIES ,4 ROTOR 50DIE5 3 30" <EYS, FOR MANUAL VALVES 2 C-ONTROLLER <E'�'5 2 EI',I1CLO5Uf1RZE <EY,:-, 4 C(�)IJFLFR ANI7) I�(7)C)F 3 HC5E 51EE KEYS I 5OIL PROBE I VALVE BOX KEY 1 FIVE (5) FOOT TEE WRENCH FOR 3" GATE VALVE( -; F. GUARANTEE 1, THE ENTIRE SFRIN<LER SYSTEM SHALL BE GUARANTEED BY CONTRACTOR 45 TO MATERIAL 4ND LAOR<M41N&"1IF, INCLUDING 5ETTLIN,`G OF B„= ::FILLED AREAS SELOkI GRADE FORT 4 PERIOD OF ONE (1) YEAR FOLLOININC4 THE DATE OF FINAL ACr,:�EFT41\ICE OF 11"HE I-i(:)R<, 2. IF W!THINI ONE YEAR FROM THE DATE 0=1 COMFLET!C)iN, 5ETTLE�!E�NT OCCURS, AND ADA & T M E - NT5 I\N' PIPES, V,4LvE5 I 4NED, 5FRIN<LER HEADS OR 1=4VIN(_'� 1_5 NECE554JR Y1 TO EIRIINIC� TI-1E SYSTEM OR PAVING 7 1 0 THE FROPER LEVEL OF THE PERMANENT GRADES-, CONTRACTOR, AS F4IRT OF THE NOR< UNDER HIS CONTRACT, WALL MAKE ALL ADJUSTMENTS LJITHIOIJT EXTRA C05T TO OLAINER, 1NCLjD1Ir,,I(2; THE RE57'01RATION OF ALL DAMAGED FLANTING. PAVING OR OTHER 1!-1FR,/_-)VEr1,ENTS OF ANY <IND, 3, SHOULD ANY DIFFICULTIES DEVELOP ^['!THIN THE SPECIFIED GUARANTEE FERIOD LAH-1 OKAER FEELS `11Ay BE DUE TO INFERIOR MATERIAL AND/OR THESE, DIFFICULTIES 5H14LL BE 11"I", D IA ` rELY COIRRECTED BY I CONTRACTOR TO THE SATISFACTION OF 01404EIR AT NO .ADDITIONAL C-05T TO OWNER, WIT'. !IN -12 NOTICE, INCLUDING- ANY ANID ALL OTHER. D4M-4C T! HOURS OF LARiTTEIA E CAKED EW SUCH DEFECTS. FAILURE G-IF CONTRACTOR TO RESPOND IN A TIMELY MANNER TO REFAIR DA11-11AGED SHALL PROMPT OW1NIEFT TO REFAIR SAME AND DEDUCT C05T5 OF LABOR, MATERIAL AND E0'_'IFMEN7' U15EE-11 FROM CONTRAACTOR15 FIN4, F Y cV:. MATERIALS 1, FIFE AND FITTiNr-35 a. BRAW - BRAW FIFE SHALL BE !FS 5T4NE>ARD r-,EiGHT RED' BRA56, FITTINGS JP14LL BE WITH 5TAID.ARED !2a FOUND CAST BRONZE THREA\DED FITT11\,r_;•&, 4 PVC C(`D1NDtj;T - F:)�FE THAT G USED ROF, C' 01\1 T FROL L,!RE5 WALL BE, FVC ,U LE 40: 0-FE M70, ALL WRE5 WADDR IF�/1/1111/:!1_1�1(�: �_�IHALL. E E 1! �,`3'74LLEID iNi FVC- NORi -IAL TIRDACT KFE-TYPE !220/ (FVC SCHEDULE -/'(O FE, Ii C: I`QADE 1 L_; iC:H �!F`4C_ F--I;�E =R,✓111`1 4i-i- li, OUT SLED E ..:)IAMETER OF FIFE SHALL BE li_ �E S4;'-11E &IZE 45 iii, FIRE .WALL E=3,'-__-. .47 iiNTERIvQQ0 NOT TO THE FOLLOIA�N'G, MANUFACTURER"�- il\,!Ol`,,�!'��', F=�'�7 SIZE, FVC 7'-tF>E 120), C TY-FE i DE V. FVC FTTIN,,,�.;S V!, 50LVEI'\J S_.'141 'F:) E. !-;0, N �F--FF�0\/EEID Z\5 �-IANILJFAC�TU -RE- D J, SERVICE, G4;R,7�'FN12, )SIF 5F'LITTIN(; !IHEIAI F-DROFIFELD G�R H11,4NDLEE) C,41REL. lv� I �. �t� TO 5644LL EV WED. TQEh/..,LE 0�,,:E 7'�_lIPN LAITY! A 5TRAF K%NCK d, RING -TI TE FVC F:'!F:DE 1, ALL. PIPE 1NDI•ATED ON T�- 4E LAORTKING DR41^iINC35, �&HALI_ BE CLASS 1(:�,0 1= 51 �OkN5_M_JI1,VILLE PVC FIFE WITH RI,NC - TITE J`,OiNT5, I!, ALL R1.`-IG-7TE ;OiN,T'5 SHALL BE SEALED 11,AITH RU55EFRI RII-,GS 46 PROVIDED BY THIE 4-ANUP4CTjRE R". ALL M, THRUST BLOCKS '5ke_\LL D-E IFDROVIDED AS REQUIRED FOR F)ROFER ANCHORAGE AND I ILI 1Y OF THE R ING-TITE PIPE (REFE11FR 'rO [✓ETAILS). 2, SPRINKLER •EAD5 5FDRIiNKLEIR HE,/-'D5 SHALL BE AS SHOI-0,1 ON FLAN, 3. \/ALs/E5 3, RREM10TIE CONTROL ELECTRIC REMOTE CONTROL AL E 5 5f-4ALL BE /45 &HO', , :�N ON PLANS AND DETAILS, b, 63ATE/5,'\LL ✓ALVE& - APPROVED 6ATE/5ALL VALVES SHALL BE A5 5 ,IN ON DET4!L5, SIZE 51E AT 3001 INTERVALS 1-11W-liUl!w i ELSEL-11HERE 45 INDIC/ATED ON a, ALL vALvE5 SHALL 51E LOCATED 24" AL^4AY FRC�l CUR55 OR SiDENAL<5, AND FO-,-)iTICM1ED TO TIE EDGE OF P4VIHG_ C , ALL VALVES 15HALL BE 1-i4R<ED AT .4 CURB LOC/A•!ON, FINAL LOCATION AND METHOD 'OF M4R,<!NC, TO BE 4FP.R0\/ED 5'y' THE CITY, c, \✓,ZLVE6 SHALL BE CL!_1E)7E;R,,ED !,",I (23ROUP5 FER PLAN, 4. AUTOMATIC CONTROLLER5 AUTOMATIC CONTROLLERS SHALL BE AS 5POVIN 01'A PLAINS AND DETAILS. CONTROL WIRE FOR RCV'5 ALL WIRING TO BE USED FOR CONNECTING THE AUTOMATIC CONTROLLER TO THE ELECTRIII AL SOLENOID ACTUATED Fl,*T' REMOTE CONTROL VALVE SHALL BE TYPE UF-��OOv, 14.(2;UA(:,E SOLID COP ER, FVC INSULATION, SINGLE CONDUCTOR, UL APPROVED UNDERGROUND FEEDER CABLE. EACH PILOT OR '"HO L,NIRE SHALL BE COLOR -CODED POP, EACH VALVE 1-47H THE COMMON !-AIRE BEING k,,!RITE. TAG COMMON' . RE I,,A!TH STATION NUMBEfIR5 Oki EACH END. 14fRINC; EVERY 15, 00 L,F. OR AT EACH 00 DEC-t,,R-EE TU "N, ENICLOW 3 FT, i,01-4 COVERT 5TWIFED "55" (5r-LICE B.)Ox), VALVE Y ,!iRE5 5H,ALL BE BUFIED !F3" F- M " , -, - �j , 4LIE :yF DPSOF MI .AEF,,E Tr EF, CONTRAC170F1 54-ALn 4Z�U!\,! Tl-iC) , _2 kdiRE5 !N,' FRO�-1 '!'HE GOtliTROL LEFT TO THE FAFTHE-E-J v/ V /- 7 ALL VALVE BOXES- eH.4LL BE NEATHER RE 5151 U,V, RE515T41-17` 50IL RE51500T. V,4LVE E3OXE5 5444LL, EK nREEN I;,,! CoLo,��T F4:= mnas x44LL SE GiRE)- IN C.OLOF, \1��LvE E,0z,,E5 5"./-�LL E,E _OC<A�_3LE ii T�-i /-� STAINLESS STEEL E30ILT, VALVE 50,.XE& SHALL HAVE 4, LOAD, 5E,-%RI\N6T CAFACIT'T' OF 15 �-� PSi, VALVE BOX ;-�AVE THE SAME SPEC AS THE 5C✓X, \✓4.LvE SH,�aLL �_`E OR AN SOX LIDS 5H4LL BE STXKIFE.,-,� OR "FCv" THE CONTROLLE AND NUI�`,E-3ER, FULL - `14FKEID, IFULL BOXES 5444LL BE WTALLED EVEFRY 2'00' i11N !N15T4LL FlULL. BOXES 50/E& &H/4LL 175E UN 11`,q' L4ND5C4F----E 40REA5 ONLY. -1, E4C<FLOL-J FFEvE,,\,riON U I\!; T 5 THE P54C<FLON1 IFFIREVEN,riolA UNITS SHALL BE AS SYIiOk-,IN 01\1 FL4N5 AND DETAILS, ALL C, '`NNECTION& TO A B4\C<FLOLA1 FREVE11,17FR. '-;q ALL BE TYPE K. 5R 415S/ COP 'ER FIFE, a. v1_1LvE T4C-45 ALL_ v4LVE5 5HALL HAVE FVG 'G14R,15TY" TAGS ATTACHED TO THE VALVE BODY ✓IAA GA ✓4NIZED STEEL •,1!FE, TA65 SHALL BE `VC, 1,-4ITH1. STATION NUi15ER5 PRINTED IN A COLOR TO, T4_ F541CXG6ROUND, W., INSTALLATION 1, TRENCHING ,3. EXCAVATION S} HALL BE OF-EN, vERTICAL CONSTRUCTION 5UPFIC-!ENTLT' WIDE TO FROV/Ji�IDE ' FREE SPACE AROUND THE MATERIAL IN15TALLEID AND TO PROVIDE 5FACE FOR LINC; AND L--), TRENCHIE5 FORZ Fir--E 5HALL BE CUT TO REOUIRED GRADE L11NE5, AND TRENCH E30TT SHALL BE COMPACTED TO PROVIDE AN ACCURATE 6RR4DE AND U-NiFORM BEARING FOR THE FULL HNGTH OF THE LINE. a, I-1HEN TMvO FIFES, ARE TO BE PLACED IN THE SAME TREI',ICH, /A Co" SPACE 51-44LL 1'1AIH7A1rIED BETI,-IEEN FIFES (REF ER TO FIFE- 1N5T4LL4TI0N DETAIL). V 2. 154C<FILLiNC a. 54C<FILL I-IAT E 11--1, 14L. SHALL BE 4FIFFROVED SOIL, UNSUITABLE IIATERIAL !NCLUDING,�,LODS AND FROCKS OVER 11I IN, SIZE SHALL BE REM(:)VED FROM THE FREM15E5 AND OF LEGALLY V.T NO COST TO OLANER, b. ALL 54C<F!LL1NG 5L-I4LL BE DONE CAREFULLY 41NE) SHALL BE PROFERLT' (_-OMF:>-/_\C FOR APPROVAL FUFRFOSE&, c., DEPTH OF TRENCHES 5HALL BE 5UFF!CIENIT TO PROVIDE A MINIMUM COVER ABOVE T" i--- TOP OF THE FIFE, SEE IRRIGATION LEGEND, 3, FVC FIFE a, FvG FIFE &HALL BE SNAKED 11N A'IANi,`IER WHICH WILL PROVIDE FOR EXf-,4N5ICDI\,1I 4NP r__,0I'ATR4CTION 45 R•CO)MMENIDEID BY THE PIPE r-114t,,IUFACTURER, J TO METAL jOIN7e WALL 15E MADIN 076 ANDAFTORS, UNLESS OTHERPOISE SHOW PW DETAIL5. SHALL BE ALLCKED TO 6ET 4T L.A:Ez,5_- -,ENTY-POUR BEIPORE PRESSURE 15 TO THE ! V(,-. 5'rSTEIMI. 41 E,,'--') 544LL BE TESTED r1L,410E F•a QP NOT L.iw �5 Tl--jAN < A (�T E L 5 OF FR, E S I..; U R E. N (f; ", i - I E E, E FR � 0, D, ES T 1 D R E 0 6 U R E A T 7 WALL BE 00 PER SQUARE °..- CEN7E,1-, F!LL wL D, 4i-L NEC:;_15e4IR' ' iA& T F," E � �'j 1� T!-it !NSTALLATIONI OF SF)F*-,-!,,�',L,_,_,R- =GFIX '14LvES SiA4LL BE OFFNFD ANQ A %L� HIE4[7) op'-' • T-E 51 54-1 POK4 /\ MINK UK CDP TkE FEW% eVIK-L 3TE-1 F,17 4ND TESTED 70FROFERATION 1>4 ACICIORDWACE WITH _4NL�EF, FREGWRE. QLANTRoAC.1051 SHALL VE&Fr HE/_\L� F'F*2E5z'��'UREC5 v`iTi_-; FDITOT _R�151E ADjIUST q, ( ON, TRA(_-;TOF� &i ALL i�0T BACXPILL 41\i'� 'TO G0MF>E]_I0N AND AFFROVAL OF FDRE55URE TEST, !F C0NTR/-/\,CTOiR 5AC<FiLLe> P05 N(:� t Tl*BEINCHINC;; F�5�10FI TO PRESSURE TEST, THE 5!-44LL BE 17RE5PON515LE FOR ALL, DIRECT AND INDIRECT C05T5 OF EX il FOR PROPER TESTING AND 055ERVATION, EY�' LANIDI&GAFE ARCY-111TECT AT NO ADDITIONAL COST TO THIE-Oleti-NER, 4, INSTALLATION OF DING -TITS PVC FIFE a. EXCEFA AS r,1.4"r BE NOTED IN OTHER F14,RTIS OF Ti-4E n'1\1 TWE 1_7,F/\!�!!'\!��,�-, OF ('.ONIE,,,, i-�i i'i `JHALL ff;t UU I L INtL,' IN f-!,Z�NIUAL FURNISHED 5 - FIFE MANUFACTURER, 091 AS SET FORTH BI- THE JOHINISMANVILLH: COMPANY MANUAL #7172-6-24, THIS SHALL INCLUDE, BUT NOT BE LIMITED TO, THE 1N15T4LI-ATION OF THE FIFE AT THE FROF"ER DEPTH 4ND THE CORRECT LOCATION OF CONCRETE THRUST 5LOCK5 OF ADEQUATE SIZE, CONTRACTOR SHALL MAKE AVAILABLE THE SERVICES OF THE MANUFACTURER-5 REFIRE5ENT,4TIVE AT THE 5T4RT OF THE II`!5'11•4LL4TION AND DU,=,!Nc-; CONI&TRUCTION, 6, EACH LINE SHALL BE TESTED AT A FFRE55URE OF- 50 FS! GREATER THAN THE 'MANIUFACTUREW RECOMMENDED FIRE55UIRE FOIR A PERIOD OF FOUR (41.) HOURS, VAITY4 THE ANT) CON,dECT!ONIC-) EXPOSED 14ND LAITH THE CENTER OF PIPE SECTION 5UFFICIEN1 "LY SUPPORTED AND FILLED TO HOL-C) FIFE IN PLACE 5. 5Ff:R:N<LER5 a, ALL NOZZLES ON STATIONARY I-Of--UF- 5PRINIKLE}R5 SHALL BE T iGtHTEIAED AFTER INST,4LL,4TION. ALL 5PRINKLER6 H.4ViN`G 41,,] 4r_-)JU5TME[,,IT STEM SHALL BE ACQUKED 041 A LATER AL LINE FOR THE PROPER R,4DIU5. -DIAMIETEIR, AND/OR CrALLONAGE PEA AFP:,ROVr-4,, OF T�4E b, C-FFRINKLEFR HF_4D5 41',Ir� t1R15ER,5 SHALL BE !!,-,'STALLED TO DETAIL5 FOR FINAL AFFROV41'_'.' VALVES (3, REMOTE CONTIROIL VALVES SHALL BE ADJUSTED 11\1 ORDER 7H47 A UNIFOFRt-1 DI5TR15UTI ON OF •IATFR 15 4FIFLIED BY THE &FR1',',I<LER HE-4Z,,-'S TO THE PLANTING AREAS FOR EACH INDIVIDUAL VALVE SYSTEM, b, QUICK COUPLIN(a VALVE5 SHALL BE SET AFIFROX I MATE L Y Q" FROM CURe5, HE4DEREP�CARr,;e, PAVED AREAS (REFER TO INSTALLATION DETAIL), c, NO CONTROL VALVES SHALL BE LOCATED IN TURF AREAS WiTHou'r PRIOR I,ARITTEN APPROVAL OF THE LANC)5C,4FE ARCHITECT, 1, v4LvE BOXES a. VALVE BOYE5 SHALL BE SET ONE INCH (I") ABOVE THE DE&I(."�NATED FINISH GRADE IN LALAN AREA5 AND THREE INCHES (3 ") ABOVE GRADE IN 6ROUND COVER AREA5, 12' STD, v4LVE5, 10" 5TD• RE). Q.G. APPROVED PER C,o,F_3, b, VALVE BOXES INSTALLED NEAR WALKS, CURBS, PE/ADERBOARD5, AND PAVING 5H4LL,4BUT THO&E ITEMS. TOP SURFACE OF 50,X 5HALL BE FLUC-)H 1,•41TH 1TEMS LISTED ABOVE, �7- c. vALVE BOXES 5144LL BE 1INSTALLED 14 SKAFRUE3 F"LANTER5, NOT I�d TURP AREAS NHENEVER F('�S'51BLF, UNLESS 4FIFFT 'VE LOCATION a. THE AWTO�-114\7��.- '70\7QCnLKQ 5-ALL BE INE74LLELD A- 70 L0047:0�,\! 0!-41 T,'i--E 7 TO 0. ALL 4\NID 01HER 4PF'LIG,4Ef)LE CODES 5H4\LL TAW PRECEDENCE IN C011ANECTING THE 120 VOLT ELECTR;CAL SERVICE TO THE CONTROLLER. IRRIGATION 5 �-414LL PROViE,')E FC)L ER- TO GONTROLLER, AND 5�-.4,LL COMPLETIF T(:�) CONTROLLER. C_ 71^4Er-PE 1_;IJ,`4,LL BE 4ADEOUATE COV`EfR�4��E ,--)F �:_')vER THE 24- VOLT COiI,,1TROL i;\I5T4-LL LA!RIE !N1 MAWNLiINIE T RENC� -J ZAI1z7) T 4,PE TO OF "14INLIHE AT l� INT1-RV41.,,5. SEE e. COiN7ROL 1•41RE a. ALL ELECTRIC.4L EQUIFiMENT AND 1^11RING S��ILL[_ C01-1.1`=>L'�' 1,'�!T�4 AND STATE COt)E5 BE INSTAL! ErD BY THOSE WILLED AND LICENSED IN THE TRADE:, b. CONNECTING AND SF>LICING, OF.- Iv-11RE AT THE VAIL\,/E5 OR IN THE FIELD SHALL BE MAE-11 USING RWN 5111-RD OR, E(_-�U4L, i•111RE CONNECTOR5 SHALL BE ,14TEFTPI;'C')OF ALL SPLICES 5HALL BE MADE USING SE-4LED LA114TER-FROOF COI-,,1NE(;TOFR5, CONNECTORS SHALL HAVE A TI-40-FIECE BODY, COPPER CRNIF SLEEVE, AND WATERPROOF 6E4LAN1T, c• 4REE FEET (3',' LONG F1IC3-.t k,,WRE 5PTIA5 SHALL BE 4LL(.),!ED 0,".11LY AT 1500 PT INTERVALS. THE L-I!FTE SPLICES F-1\1(71 IN -/-\ VALVE E50-X, NFIH COVER IMF INTEF_:) I,I!TH 'N-IE LETTERS '65', 10, i=_;,'A(_XPLOL,;I PREVENTION UNITS THE BAC<FLOIA FREVENITiON UNITS 5111-44LL BE 1N1574LLED 4�'a 5�401,,IN ON FL41N15 AND DETAILS. _P_,4C<FLOLA1 PREVEN117iON U11,11IT5 erALL BE INSTALLED FER LOCAL CODE5 INCLUDINIG CEIRTIF;CILITION, 1, 055ER,/4TIOt,I SEQUENCE O'_5aH 1'RV,4T ION e) 5-r' THE LAND&C,4FE ARCHITECT WILL 5E1REWRED AT THE INSTALLATION OF MAINLINE (FRIOR TO BACKPILL ING) FOR FRE55URE TEST -UFON1 1N5T4LLATION OF IFRRIC;ATION HEADS (FRIOR 70 FLAN'71N'n BUT AFTER FINE GRADING) FOR COVERAGE TEST -AT THE END OF MAINTENANCE PERIOD I n Cl) 0 co C CU Cn Architecture C Planning and Interior Design C: 0 6121 North Thesta #301, Fresno CA 93710 (P) 559-439-0700, (F) 559-439-0708 =Wphy.com THE FIRM OF ANTHONY C. PINGS AND ASSOCIATES, EXPRESSLY RESERVES ITS COMMON LAW COPYRIGHT AND OTHER APPLICABLE DESIGN AND DOCUMENT RIGHTS. THESE PLANS ARE NOT TO BE REPRODUCED, CHANCED OR COPIED IN ANY FORM OR MANNER WHATSOEVER NOR ARE THEY TO BE ASSIGNED TO A THIRD PARTY WITHOUT THE WRilTizN Pi=KMIbSJVN ANU GONSEN I OF PINGS ANn ASSUUIA I LU. IN THE EVENT OF UNAUTHORIZED REUSE OF THESE PLANS BY A THIRD PARTY, THE THIRD PARTY SHALL HOLD THE FIRM OF PINGS AND ASSOCIATES ARMLESS ND SHALL EAR THE COST OF PINGS AND ASSOCIATES LEGAL FEES ASSOCIATED WITH DEFENDING AND ENFORCING THESE RIGHTS. @ Fri D AR �.A NO C 10930 Project Architect Approval: IConsultant: Date I /L) S /(Jtl #450067 Project Name: I c c� a� �NQ co (n Cn G) Inc 4- ilmi L. M �m Sheet Me: IRRIGATION SPECIFICATIONS Project Number 389 Project Contact: RON PRYCE Scale: As Noted Issue Date: Issue Description: lk/ass Revisions No. Revision Date: J/2-11 /,I,, mmomft, TO METAL jOIN7e WALL 15E MADIN 076 ANDAFTORS, UNLESS OTHERPOISE SHOW PW DETAIL5. SHALL BE ALLCKED TO 6ET 4T L.A:Ez,5_- -,ENTY-POUR BEIPORE PRESSURE 15 TO THE ! V(,-. 5'rSTEIMI. 41 E,,'--') 544LL BE TESTED r1L,410E F•a QP NOT L.iw �5 Tl--jAN < A (�T E L 5 OF FR, E S I..; U R E. N (f; ", i - I E E, E FR � 0, D, ES T 1 D R E 0 6 U R E A T 7 WALL BE 00 PER SQUARE °..- CEN7E,1-, F!LL wL D, 4i-L NEC:;_15e4IR' ' iA& T F," E � �'j 1� T!-it !NSTALLATIONI OF SF)F*-,-!,,�',L,_,_,R- =GFIX '14LvES SiA4LL BE OFFNFD ANQ A %L� HIE4[7) op'-' • T-E 51 54-1 POK4 /\ MINK UK CDP TkE FEW% eVIK-L 3TE-1 F,17 4ND TESTED 70FROFERATION 1>4 ACICIORDWACE WITH _4NL�EF, FREGWRE. QLANTRoAC.1051 SHALL VE&Fr HE/_\L� F'F*2E5z'��'UREC5 v`iTi_-; FDITOT _R�151E ADjIUST q, ( ON, TRA(_-;TOF� &i ALL i�0T BACXPILL 41\i'� 'TO G0MF>E]_I0N AND AFFROVAL OF FDRE55URE TEST, !F C0NTR/-/\,CTOiR 5AC<FiLLe> P05 N(:� t Tl*BEINCHINC;; F�5�10FI TO PRESSURE TEST, THE 5!-44LL BE 17RE5PON515LE FOR ALL, DIRECT AND INDIRECT C05T5 OF EX il FOR PROPER TESTING AND 055ERVATION, EY�' LANIDI&GAFE ARCY-111TECT AT NO ADDITIONAL COST TO THIE-Oleti-NER, 4, INSTALLATION OF DING -TITS PVC FIFE a. EXCEFA AS r,1.4"r BE NOTED IN OTHER F14,RTIS OF Ti-4E n'1\1 TWE 1_7,F/\!�!!'\!��,�-, OF ('.ONIE,,,, i-�i i'i `JHALL ff;t UU I L INtL,' IN f-!,Z�NIUAL FURNISHED 5 - FIFE MANUFACTURER, 091 AS SET FORTH BI- THE JOHINISMANVILLH: COMPANY MANUAL #7172-6-24, THIS SHALL INCLUDE, BUT NOT BE LIMITED TO, THE 1N15T4LI-ATION OF THE FIFE AT THE FROF"ER DEPTH 4ND THE CORRECT LOCATION OF CONCRETE THRUST 5LOCK5 OF ADEQUATE SIZE, CONTRACTOR SHALL MAKE AVAILABLE THE SERVICES OF THE MANUFACTURER-5 REFIRE5ENT,4TIVE AT THE 5T4RT OF THE II`!5'11•4LL4TION AND DU,=,!Nc-; CONI&TRUCTION, 6, EACH LINE SHALL BE TESTED AT A FFRE55URE OF- 50 FS! GREATER THAN THE 'MANIUFACTUREW RECOMMENDED FIRE55UIRE FOIR A PERIOD OF FOUR (41.) HOURS, VAITY4 THE ANT) CON,dECT!ONIC-) EXPOSED 14ND LAITH THE CENTER OF PIPE SECTION 5UFFICIEN1 "LY SUPPORTED AND FILLED TO HOL-C) FIFE IN PLACE 5. 5Ff:R:N<LER5 a, ALL NOZZLES ON STATIONARY I-Of--UF- 5PRINIKLE}R5 SHALL BE T iGtHTEIAED AFTER INST,4LL,4TION. ALL 5PRINKLER6 H.4ViN`G 41,,] 4r_-)JU5TME[,,IT STEM SHALL BE ACQUKED 041 A LATER AL LINE FOR THE PROPER R,4DIU5. -DIAMIETEIR, AND/OR CrALLONAGE PEA AFP:,ROVr-4,, OF T�4E b, C-FFRINKLEFR HF_4D5 41',Ir� t1R15ER,5 SHALL BE !!,-,'STALLED TO DETAIL5 FOR FINAL AFFROV41'_'.' VALVES (3, REMOTE CONTIROIL VALVES SHALL BE ADJUSTED 11\1 ORDER 7H47 A UNIFOFRt-1 DI5TR15UTI ON OF •IATFR 15 4FIFLIED BY THE &FR1',',I<LER HE-4Z,,-'S TO THE PLANTING AREAS FOR EACH INDIVIDUAL VALVE SYSTEM, b, QUICK COUPLIN(a VALVE5 SHALL BE SET AFIFROX I MATE L Y Q" FROM CURe5, HE4DEREP�CARr,;e, PAVED AREAS (REFER TO INSTALLATION DETAIL), c, NO CONTROL VALVES SHALL BE LOCATED IN TURF AREAS WiTHou'r PRIOR I,ARITTEN APPROVAL OF THE LANC)5C,4FE ARCHITECT, 1, v4LvE BOXES a. VALVE BOYE5 SHALL BE SET ONE INCH (I") ABOVE THE DE&I(."�NATED FINISH GRADE IN LALAN AREA5 AND THREE INCHES (3 ") ABOVE GRADE IN 6ROUND COVER AREA5, 12' STD, v4LVE5, 10" 5TD• RE). Q.G. APPROVED PER C,o,F_3, b, VALVE BOXES INSTALLED NEAR WALKS, CURBS, PE/ADERBOARD5, AND PAVING 5H4LL,4BUT THO&E ITEMS. TOP SURFACE OF 50,X 5HALL BE FLUC-)H 1,•41TH 1TEMS LISTED ABOVE, �7- c. vALVE BOXES 5144LL BE 1INSTALLED 14 SKAFRUE3 F"LANTER5, NOT I�d TURP AREAS NHENEVER F('�S'51BLF, UNLESS 4FIFFT 'VE LOCATION a. THE AWTO�-114\7��.- '70\7QCnLKQ 5-ALL BE INE74LLELD A- 70 L0047:0�,\! 0!-41 T,'i--E 7 TO 0. ALL 4\NID 01HER 4PF'LIG,4Ef)LE CODES 5H4\LL TAW PRECEDENCE IN C011ANECTING THE 120 VOLT ELECTR;CAL SERVICE TO THE CONTROLLER. IRRIGATION 5 �-414LL PROViE,')E FC)L ER- TO GONTROLLER, AND 5�-.4,LL COMPLETIF T(:�) CONTROLLER. C_ 71^4Er-PE 1_;IJ,`4,LL BE 4ADEOUATE COV`EfR�4��E ,--)F �:_')vER THE 24- VOLT COiI,,1TROL i;\I5T4-LL LA!RIE !N1 MAWNLiINIE T RENC� -J ZAI1z7) T 4,PE TO OF "14INLIHE AT l� INT1-RV41.,,5. SEE e. COiN7ROL 1•41RE a. ALL ELECTRIC.4L EQUIFiMENT AND 1^11RING S��ILL[_ C01-1.1`=>L'�' 1,'�!T�4 AND STATE COt)E5 BE INSTAL! ErD BY THOSE WILLED AND LICENSED IN THE TRADE:, b. CONNECTING AND SF>LICING, OF.- Iv-11RE AT THE VAIL\,/E5 OR IN THE FIELD SHALL BE MAE-11 USING RWN 5111-RD OR, E(_-�U4L, i•111RE CONNECTOR5 SHALL BE ,14TEFTPI;'C')OF ALL SPLICES 5HALL BE MADE USING SE-4LED LA114TER-FROOF COI-,,1NE(;TOFR5, CONNECTORS SHALL HAVE A TI-40-FIECE BODY, COPPER CRNIF SLEEVE, AND WATERPROOF 6E4LAN1T, c• 4REE FEET (3',' LONG F1IC3-.t k,,WRE 5PTIA5 SHALL BE 4LL(.),!ED 0,".11LY AT 1500 PT INTERVALS. THE L-I!FTE SPLICES F-1\1(71 IN -/-\ VALVE E50-X, NFIH COVER IMF INTEF_:) I,I!TH 'N-IE LETTERS '65', 10, i=_;,'A(_XPLOL,;I PREVENTION UNITS THE BAC<FLOIA FREVENITiON UNITS 5111-44LL BE 1N1574LLED 4�'a 5�401,,IN ON FL41N15 AND DETAILS. _P_,4C<FLOLA1 PREVEN117iON U11,11IT5 erALL BE INSTALLED FER LOCAL CODE5 INCLUDINIG CEIRTIF;CILITION, 1, 055ER,/4TIOt,I SEQUENCE O'_5aH 1'RV,4T ION e) 5-r' THE LAND&C,4FE ARCHITECT WILL 5E1REWRED AT THE INSTALLATION OF MAINLINE (FRIOR TO BACKPILL ING) FOR FRE55URE TEST -UFON1 1N5T4LLATION OF IFRRIC;ATION HEADS (FRIOR 70 FLAN'71N'n BUT AFTER FINE GRADING) FOR COVERAGE TEST -AT THE END OF MAINTENANCE PERIOD I n Cl) 0 co C CU Cn Architecture C Planning and Interior Design C: 0 6121 North Thesta #301, Fresno CA 93710 (P) 559-439-0700, (F) 559-439-0708 =Wphy.com THE FIRM OF ANTHONY C. PINGS AND ASSOCIATES, EXPRESSLY RESERVES ITS COMMON LAW COPYRIGHT AND OTHER APPLICABLE DESIGN AND DOCUMENT RIGHTS. THESE PLANS ARE NOT TO BE REPRODUCED, CHANCED OR COPIED IN ANY FORM OR MANNER WHATSOEVER NOR ARE THEY TO BE ASSIGNED TO A THIRD PARTY WITHOUT THE WRilTizN Pi=KMIbSJVN ANU GONSEN I OF PINGS ANn ASSUUIA I LU. IN THE EVENT OF UNAUTHORIZED REUSE OF THESE PLANS BY A THIRD PARTY, THE THIRD PARTY SHALL HOLD THE FIRM OF PINGS AND ASSOCIATES ARMLESS ND SHALL EAR THE COST OF PINGS AND ASSOCIATES LEGAL FEES ASSOCIATED WITH DEFENDING AND ENFORCING THESE RIGHTS. @ Fri D AR �.A NO C 10930 Project Architect Approval: IConsultant: Date I /L) S /(Jtl #450067 Project Name: I c c� a� �NQ co (n Cn G) Inc 4- ilmi L. M �m Sheet Me: IRRIGATION SPECIFICATIONS Project Number 389 Project Contact: RON PRYCE Scale: As Noted Issue Date: Issue Description: lk/ass Revisions No. Revision Date: J/2-11 /,I,, 35 Too 1 Sheet Of 41% mmomft, Drawing 40 Too 1 Sheet Of 41%